Sales Tax 09-LR101122GEOTECHNICfIL
Wour
Acct ID: 1770
Report Date: 11/22/2010
Project: Heartz Road
Location: Texas
Client: The City of Coppell
REPORT: Lime Depth Verification
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
File No: C10 -1013
Date Sampled: 11/17/2010
Sampled By Spooner, Charles
By Order Of: Larry w/ RKM
Order Number: 1770
LAB NO: 95005 -2
Test Method: See Below
TEST RESULTS Report No: 95005 -2
Page 1 of 1
A field representative for Alliance Geotechnical Group, checked the depth of lime treatment of the subgrade after
compaction. Depth measurements were performed using a phenolphthalein indicatior to verify compliance with project
specifications that require a minimum 6 in. compacted thickness. The test results follow.
Sample Depth,
No. Location in.
1 Heartz Rd. - Center Lane - Station 4 +50 - centerline 6.75
2 Heartz Rd. - Center Lane - Station 1 +75 - 5' right of centerline 7.50
Charge. The City of Coppelf Attn: Mr. Keith Marvin P.E.
Ong: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -cc copy)
1 -cc The City of Coppell Attn: Rhonda Adloo
1 -cc The City of Coppell Attn. Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
d
Perry C. Kakafa. Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLES) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY; NDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED- THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE HOT TO BE REPRODUCED VO I HOUT WRITTEN PERMISSION.
. nWnticE
GEOTECHrIlUiL
GH'Our
Acct I D: 1770
Report Date: 11/22/2010
Project: Heartz Road
Location: Texas
Client: The City of Coppell
REPORT: Lime Depth Verification
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
File No: C10 -1013
Date Sampled: 11/18/2010
Sampled By: Marvin Hanks
By Order Of: Larry
Order Number: 1770
Test Method: See Below
TEST RESULTS Report No: 95048 -2
Page 1 of 1
A field representative for Alliance Geotechnical Group, checked the depth of Lime treatment of the subgrade after
compaction. Depth measurements were performed using a phenolphthalein indicatior to verify compliance with project
specifications that require a minimum 6 in. compacted thickness. The test results follow.
Sample Depth,
No. Location in.
1 East half of southbound Heartz Rd. - Station 5 +40 6,75
2 East half of southbound Heartz Rd. - Station 7 +00 6.50
3 East half of southbound Heartz Rd. - Station 9 +50 6.50
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E.
Ong: The City of Coppell (Coppell. TX) Attn: Mr. Keith Marvin, P.E.
(1 -cc copy)
1 -cc The City of Coppell Attn: Rhonda Adloo
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED V0 TROUT WRITTEN PERMISSION